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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.4 CrAdmitted-Finance AT BARIMAL PO HATIBARI PS SUKINDA DIST JAJPUR PIN 755018 | JAJAPUR | ODISHA | 755018 | -23.50% | ₹1.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.4 CrAdmitted-Finance | -23.00% | ₹1.4 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.4 CrAdmitted-Finance AT PO KRUPASINDHUPUR VIA NIMAKHANDI DIST GANJAM ODISHA PIN 761001 | KRUPASINDHUPUR | GANJAM | ODISHA | 761001 | -21.21% | ₹1.4 Cr | L3 | Admitted-Finance |
| 4 | L4₹1.4 CrAdmitted-Finance | -21.11% | ₹1.4 Cr | L4 | Admitted-Finance |
| 5 | L5₹1.4 CrAdmitted-Finance | -20.11% | ₹1.4 Cr | L5 | Admitted-Finance |
Tender Value
₹1.8 Cr
EMD Value
₹1.8 L
Closing Date
16 Apr 2026, 5:30 pmClosed
Chief Construction Engineer
Southern Circle (RandB), Courtpeta, Berhmapur-760004, Ganjam
Construction of 4 nos of F-type Judicial staff Qtrs. at Digapahandi.
2026_EICCL_127766_1
CCE, SC (RandB)-BAM-17/2025-26
National Competitive Bid
Civil Works - Buildings
180 days
Digapahandi
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹1.8 L
Yes
19 May 2026
1 Apr 2026
17 Apr 2026
1 Apr 2026
16 Apr 2026
1 Apr 2026
1 Apr 2026 - 15 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | Earth work in excavation of foundation in hard soil within 50 m linital lead and 1.50m initial lift including rough dressing breaking clods to maxikum 5cm to 7cm and laying in layers not exceeding 0.3M depth and as per OPWD Specification and direction of the Engineer-In-Charge. | - | Cum | - | - | - |
| 2 | Filling in foundation trenches and plinth, with excavated earth including laying the earth in layers not exceeding 23.5 cm thick ramming & watering with all leads & lifts including cost of all labour,T&P completed as per OPWD Specification and direction of the Engineer-In-Charge. | - | Cum | - | - | - |
| 3 | Filling in foundation and plinth with sand including watering and ramming with cost, conveyance, royalty, taxes of all materials with all labour, T&P etc., complete as per the OPWD Specification and direction of the Engineer-in-charge. | - | Cum | - | - | - |
| 4 | Providing and laying plain cement concrete of proportion (1:3:6) in foundation and floors using 4 cm. size black hard crusher broken granite stone metal and screened and washed sharp sand for mortar of approved quality and from approved quarry including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm. thick in each layer including cost, conveyance, royalties of all materials and cost of all labours,labour cess, T&P etc complete as per the OPWD Specification and direction of the Engineer-in-charge. | - | Cum | - | - | - |
| 5 | Fly Ash Brick masonry in F&P C.M. (1:6) using 9" size using of 23cmx11cmx8cm size brick having a crushing strength of not less than 75 kg per Sq.cm including splays, cuttings, circular moldings, watering & curing for 7 days, cost, conveyance, royalties of all materials, labour with T&P etc. complete in all respect as per the OPWD Specification and direction of the Engineer-in-charge. | - | Cum | - | - | - |
| 6 | Fly Ash Brick masonry in C.M. (1:4) using 9" size using of 23cmx11cmx8cm size brick having a crushing strength of not less than 75 kg per Sq.cm including splays, cuttings, circular moldings, watering & curing for 7 days, cost, conveyance, royalties of all materials, labour with T&P etc. complete in all respect as per the OPWD Specification and direction of the Engineer-in-charge. First Floor | - | Cum | - | - | - |
| 7 | Fly Ash Brick masonry in Superstructure C.M. (1:6) using 9" size using of 23cmx11cmx8cm size brick having a crushing strength of not less than 75 kg per Sq.cm including splays, cuttings, circular moldings, watering & curing for 7 days, cost, conveyance, royalties of all materials, labour with T&P etc. complete in all respect as per the OPWD Specification and direction of the Engineer-in-charge. | - | - | - | - | - |
| 8 | Ground Floor | - | Cum | - | - | - |
| 9 | First Floor | - | Cum | - | - | - |
| 10 | Head room | - | Cum | - | - | - |
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